VE M - dtsc-ssfl.com · clean and test all vessels as specified herein. ... Boiler and Pressure...

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TO E . M . Ma ster smi 'h s ; N." :Ti~t rr 564 Sar3u FROM 5, A, 1i.leA 5 64 SanSu P HO,N 397 DATE 12 August 1957 SLOE.? CJ VE fION OF VAT :ER BOOSTER S`EST M - BO4L AREA- - PFL In accordance with our Status of Capital Eapendituz'as dated 1 7 July 1957, we shoo two entrie s which affect above . iuantio ne d job : A . Area I Power Rearrangement - REDACTE D responsible Engineer : Nlessersaatl h B . Water Booster Foundations - Boiz . m REDACTED Responsible Engineers : Bunkli and Green As Department 596 Bowl personnel have requested a complete schedule on this job ., I would like to assign the prime responsibility of coordinating the entire scope, of this job to V . N . "Pike" Amirkhan . mikeIs first task should be to coordinate with abovemmsntioned responsible engineers in order tha t a schedule may be published stati g when this job will be completed, as best can be deter wined to date . SM . e y do z A, Pz eclat' V . N . A .mirkhan G . E . Du llsl :i.n L . W . Gree n N . R . Gleen, DJ596 . 62 San Su cam' Ao er Supervisor Industrial Engi neering I I I l I I BNA00213284 H D M St00008052

Transcript of VE M - dtsc-ssfl.com · clean and test all vessels as specified herein. ... Boiler and Pressure...

TO E. M. Master smi 'h s ; N.":Ti~t rr 564 Sar3u

FROM 5, A, 1i.leA 564 SanSu

PHO,N 397 DATE 12 August 1957

SLOE.? CJ VE fION OF VAT:ER BOOSTER S`ESTM - BO4L AREA- - PFL

In accordance with our Status of Capital Eapendituz'as dated 17 July 1957,we shoo two entrie s which affect above. iuantioned job :

A. Area I Power Rearrangement - REDACTED responsible Engineer: Nlessersaatlh

B. Water Booster Foundations - Boiz . m REDACTED

Responsible Engineers : Bunkli and Green

As Department 596 Bowl personnel have requested a complete schedule on thisjob., I would like to assign the prime responsibility of coordinating theentire scope, of this job to V. N. "Pike" Amirkhan. mikeIs first task shouldbe to coordinate with abovemmsntioned responsible engineers in order thata schedule may be published stati g when this job will be completed, as bestcan be deter wined to date .

SM .. ey

do z A, Pz eclat'V. N. A.mirkhanG. E. Dullsl :i.nL. W . GreenN. R. Gleen, DJ596.62 SanSu

cam' Ao erSupervisorIndustrial Engineering

I II l I IBNA00213284

H D M St00008052

Specification No . BD! : .'-)5 3 - :5Page 1

i

mom'

SCOPE

Furnish all labor, material, tools, cranes , rigging, trucks an dequipment and pc:rfoh-iii all operations required to relocate, modify, nstallclean and test all vessels as specified herein .

Vessels are located at sev,-ceral locations at Santa Snsrina FieldLaboratory as shown on the Vicinity Map included herewith .

1 . 0

2 . 0

2 .1

API'],ICARLE DOCthn :k1'S

The following documents of the latest issue in effect form a part

of this specification . The absence of specific reference to these

documents throughout this specification shall not in any way relieve

the supplier from compliance_ Deviations from any specification ordocument requi.iement shall require Rockwell's written approval .

ASM1'. Boiler and Pressure Vessel Code,,Section VIII, Div . I and Section IX .I

A517,1 Standards, Part 1, "Steel Piping, Tubing and Fittings, "

American National Standard Institute, Code for Pressure PipingANSI B31 .3 and B16 .25 .

2 .1 . 4

2 .1 . 5

2 . 1 . 60a-. 2 .1 . 7

3 . 1

3 .1 . 1

0 3.1 .2

0a,N

o1. 3 .2

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California Administrative Code, Title 8, Chapter 4, Subchapter 4,Construction Safety Orders and Subchapter 7, General Industry Safety

Orders

California Administrative Code, Title 24, State Building StandardsPart 3, Basic Electrical Regulations .

National Electrical Code, NFPA No . 70-1975,

Tubing, MIL-T- 8504 or MIL-T - 8808, seamless .

Fittings, MIL-F-5509, MS flared, stainless steel .

ASTM-A269-71 or ASTM -A271-68, Seamless and Welded Austerritic StainlessSteel Tubing .

DOCUMENT SUBMI TTAL S

One reproducible copy of fabrication drawings and material speci-fications shall be submitted to Rockwell for approval 10 days priorto initiation of procurement or fabrication .

Fabrication drawings shall include dimensions, tolerances, finishes,

material lists, fabrication methods and veld joint details .

One reproducible copy of final "As-Built" drawings shall he delivered

to Rockwell at the time all vessel work is completed .

Procedures and qualifications required in the paragraphs entitled''bEt,]lEsS" shalI be submitted for Rockwell approval prior to initiation

of procurement or fabrication .

HDMSt00008053

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3 .3 Approval of any submittal shall riot in any way wrnive the obligationsof the seller to conforrii to the Iequirer„ents of this spc:u ificatiun .

3 .4 Calculations of vessel modifi -atiorrshall be made in con focien~ce withthe AS'k ll : Pressure Vessel Code, Section V1lI, Division 1 and shall hesubmitted for Rockwell approvlI prior to the start of fabrication .

3 .5 Steel material certification shall be suhniiIt Le ' for Rockr,lc1 .1 approvalS6 that any conflict with the fabrication schedulc is aco .IP P ,

3 .S A schedule for vessel relocation, modification and cleaning ; shall bems i?Ita i Peel for the cone ract durat ion and submitted to Rr,cla, ] 1 for

approval at weekIy iIll cr vale .

3 .6 .1 A vessel schedule for relocation , modification and clea;rirng shall beagreed upon prior to contract awa - c' .

3 .7 ASME Code certification of vessel modifications shall be submitted to

Rockwell prior to contract cor,ipletion .

3 .8 A tank entry procedure, which antliou . the safety preca~ntion to betaken by the Builder in compliance with California ,Admi :tletratiteCode, Title 8, Chapter 4, Construction Safety Orders, Section 1532 an dSnhchapter 7, General Safety Orders, Section 5182, shall be subrittedfor Rockwell approval . Due to the unique nature of the potential hazard

involved in tank entries, the Builder shall obtain approval of theRockwell Field Representative prior to a,ry Builder personnel entering

any tank or vessel .

4 .0 VESSEL RELOCATIONS

4 .1 Vessel relocations are specified on the attached vessel data chart .

4 .1 .1 Verify each vessel relocation with Rockwell's Field Representative 5

days in advance so vessels and manifolds will be depressurized, incrtcdand ready for disconnect .

4 .1 .2 New vessel foundations and anchor bolts cast in concrete will be

furnished by others at C'IL-3 .

4 .1 .3 The following drawings are for reference :

Tit le Drawing No . RevisionTitle Sheet BD41O 95457 Cl 0

Foundation Sections BD410-95457-54 0

4 .1 .4 Relocate each vessel to the designated location at CTL-3 and install,shim , and align on the new foundation .

4 .1 .5 Orientation, elevation, and level of each vessel shall agree with

referenced drawings before anchor bolts are secured .

4 .1 .6 The location of each vessel piping flange and tube point of disconnect

is identified with a red painted strip .

4 .1 .6 .1 Working manifolds shall be immediately sealed after disconnect with

new blind flanges, ga_,kets or tube plugs, caps and seals and are

identified by yellow painted strips .

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4 .1 .6 .2 All other vessel nozzles and non-woring manifolds shall he sealed

innediately after diccorrn ct in the same marnier pressrihed by the

cleaning specification .

4 .1 .6 .3 Open all inner vessel closures dorrino clean and furnish and installnew gaskets in accordance with each vessel nozzle schcdule ,

4 . 1 .6 .4 New blind flanges, MS plugs and MS caps shall be installed on vessel

nozzles pa rrted ye] iosd .

4 . 1 .7 Existing vessel support anchor bolts to be disconnected are identified

with red paint .

4 .1 .8 Miscellaneous steel structures, piping, tuLng, supports, conduit andother coi.poncurta painted rec! shall be dismantled .

4 .1 .9 Valves and other reusable items will be delivered to Rockwell Field

Representative, and all other material shall be delivered to the scraparea designated .

4 . 1 . 10 GN , meeting all the requirements of iiis specification , Neill be flrrnished

by-Rockwell within 200 feet of CTT -3 test site .

5 .0 VESSEL NUMBER V-90 5

5 .1 Disconnect and relocate vessel from the Delta Road to CTL-3 and install,shim, and align vessel and new support structure on new foundation .

5 .2 Furnish and install new support structure, platform and ladder inaccordance with the following drawings :

Title Drawing No . Revision

Foundation BD410-95457-S3 (Reference) 0

Pipe Supports E1 BD410-95457-.S7 0Platfor m

5 .3 Degrease and rinse vessel in accordance with paragraph num.l-,ers 13 .2 and13 .2 .2 of these specifications . Close all openings in accordance withparagraph numbers 4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .

5 .3 .t .1 Nozzle Schedule, V-90 S

Number De scripti on Gaske tA 16"-1500# Spec . F1g .Al 16"-1500 0 Spec . F1g .

BC

6"-1SO0# W .N .4"-150011 W .N .

F1g .F1g . See RTJ Gaske t

D 6"-1S00# W .N . Flg . Call Out BelowD1 6"-1500# W .N . Flg .E 4"-1500# N N . F1g .F 12"-150011 W .N . F1g .Cl AN 10050-16 MS 28778-16 Buna N 0-rin g

(32 AN 10050-16 MS 28778-1.6 Buna N 0-rin gG3 AN 10050-16 MS 28778-16 Boma N 0-rin',(_;4 AN 10050-16 MS 28778-16 Bona N 0-rin g1711 AN 10050-32 NIS 28778-32 Burin N 0--rin g112 AN 10050--32 MS 28775-32 Bun . N 0-rang

H3 AN 10050-.32 MS 28775-32 Buna N 0-ring

J AN 10050-16 NIS 28/ /S-16 Buri N 0-ring

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HDMSt00008055

5 .3 .1 .1 Nozzle Sc'ied._!le V-9O5 (Con' . )

Bolts , AS IN A320 Grade BS, ANSI BL3 . 2

Nuts, AST! A194, Grade 8, ANSI B1S .2, Heavy Semi-Finished

Hexagona l

Flanges, A182-F304L, ANSI B16 . 5

Gasket, Octagonal, RTJ Fully Annealed, Stainless Steel

Type 302 or 303, ANSI BMG .2 0

6 .0 VESSEL NIIDIBiJ, V-11 2

6 .1 Remove pipe manifolds, pipe supports aid open vessel marnway for entry

and remove both vortex breaker w,*_rc secret cloths, all bolts, nuts,

and safety wire .

6 . 1,2 Remove all internal items, i,e . diffuser, ladder, vortex breaker formodification, cleaning and reinstallation .

6 .1 .3 Provide new ladder and vortex breakcf• or rework all existing welds to

insure full penetration, clean all items in accordance with paragraph

number 6 .4 and reinstall in vessel . See attached sketch of vortex

breaker and ladder (pages 13 and 14) .

6 .2 Modify nozzle "D, "E", and "N" as shown on attached sketches in

accordance with Section VIII, Division 1 of the ASMIEI Boiler andPressure Vessel Code .

6 .2 .1 The vacuum annulus contains GN2 at one atmosphere .

6 .2 .2 A GN gas purge of 3 to 6 ounces per square inch shall be installed and

mai_n2fained during nozzle modifications . Caution shall be exercise d

to retain insulation during modifications .

6 .3 The inner vessel shall he hydrostatically tested to a test pressure

of 47=17 psi for 30 minutes in accordance with Section VIII of the ASDIE

Code and shall be appropriately certified .

6 .4 The inner vessel shall be cleaned in accordance with paragraph numbers

13 .2 through 13 .2 .5 inclusive of these specifications . Close allopenings in accordance with paragraph numbers 4 .1 .6 .4 and 13 .5 through

13 .5 .4 inclusive .

6 .5 Nozzle Schedule V11 2

Nun-nb er Descript ion Gasket sOctagonal, RTJ, fully annealedM1 16"-150u# Spec . Flg .

stainless steel, type 302 or 303

ANSI B16 .2 0

M? Manway Cover Parker 0-ring No . 5-097, 30 .180"I .D . 0 .275" width, Buna N

A 4"-•15000 W .N . Fig . Fluorogold E-600, Cryogenic

Sill, II Groove Grade 1/8" miui_mu+n thicknessJohn L . Dore Co . Mil-St :f-13 0

B 3"-1500T1 W .N . Flg . Fluorogold E-600, Cryoge,~c

Small Groovo Grade 1/8" minimum thicl a

Jolt L . Dore Co, Mi.l-Std i30

h EMBNA0521944 3

HDMSt00008056

Da 7

6 . 5

7 . 0

7 . 1

7 . 2

7 . 3

7 .4

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Nozzle Schedule V11 2 (Cont . )

Number DescriptionC 315001 B .N . Fig .

SmalI Groove

D Special Weld 1 Ini O n

E 1/2" Tubing AN 10050-8 Bos s

H 1/2" Tuhing AN-10051)-8 Boss

Gasket

Fluorugold E-600, Cryogenic

Grzude 1/8" minimuir thicknessJohn I . . Dove Co . Mil-Std-130

Harrison K . Seal P/N 12100088

Harrison K . Seal P/N 121000}:8

Stainless Bolts, ASIM A320 Grade B8, ,ANSI B18 . 2

Stain l ess Nuts, AS'I'M A194, Grade 8 , ANSI B18 .2 Heavy , Semi-FinishedHexagona l

Flanges , A182-- F304L , ANSI B10 . 5

VESSEL NUMBER V-90 3

Remove miscellaneous pipe supports, gage panel and ele_trical equipment,

disconnect and relocate vessel from Delta to CTL-3 and install, shim,

and align vessel and support structure on new foundation .

Remove all internal items, i .e . diffuser, vortex breaker, baffle andladder, for cleaning and reinstall . See sketch page 21 .

Prior to degreasing, provide additional water flush to remove sludgewith water at CTL-3 . Degrease and rinse vessel in accordance withparagraph numbers 13 .2 .1 and 13 .2 .2 of these specifications . Closeall openings in accordance with paragraph numbers 4 .1 .6 .4 and 13 .5through 13 .5 .4 inclusive .

Nozzle Schedule, V-903

Number De scripti onA 16"-1500# Spec . Fig .

Al 16"-1500) Spec . Fig .

B 6"-lSOO)t Weld Neck

C 4"-15004 Weld NeckD 6"-1500) Weld Neck

D1 4"-1500) Weld Neck

E 4"-1500) Weld Neck

El 4"-1500# Weld Neck

F 12"-1500# Weld NeckCl AN 10050-1 6

G2 AN 10050-16

G3 AN 10050-16

G4 AN 10050-16

Hi AN 10050-32

H2 AN 10050-32H3 AN 10050-32

J AN 10050-16

Gasket

See RTJ GasketCall Out Belo w

MS 28778-16 Buna N 0-RingMS 28778-16 Buna N 0-Ring

MS 28778-16 Buna N 0-Ring

MS 28778-16 Buna N 0-RingMS 28778-32 Bt-la N 0-Ring,

MS 28778-32 Bums N 0-Ring

MS 28778-32 Buna N 0-RingMS 28778-16 Buna N 0-Rin g

Bolts, ASTM1 A320, Grade 118, ANSI B18 . 2

Nuts , ASTM A194, Grade 8, AN.II B18 .2, Heavy Semi-Finished

Hexagonal

RHDMSt00008057

7 .4 Nozzle Schedule, V-903 (Cont . )

Flanges, A182-F304L, ANSI 810 . 5

Gasket, Octagonal, RTJ Fully Annealed, Stainless Steel Type 302

or 303, ANSI B16 .2 0

8 .0 VESSIBL NUM72FR V-87 5

8 .1 Disconnect and relocate vessel from Canyon to CTL-3 and insta l, shire,

and align vessel on support structure .

8 .2 ReFer to Drawing No . Boil0-9 5 45 7 -S2 for support details .

8 .3 Degrcase, rinse, acid etch, passivate and dry vessel in accordance

with paragraph nu,nbers 13 .3 through 13 .4 .1 inclusive of these speci-

fications . Close all opening, in accordance with paragraph numbers

4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .

8 .4 Nozzle Schedule V-87 5

Description Gasket

1 1/2"-1500n L .N . Flg . Octagonal, RTJ fully annealed ,(2 places) malleable iron, ANSI B16 .2 0

Carbon Steel Bolts, ASTM A193, Grade B7, ANSI 818 . 2

Carbon Steel Nut, ASTM A194, Grade 8, ANSI B18 .2, Heavy Senii-Finished

Hexagona l

Flanges, ANSI A181, Grade II, ANSI B16 . 5

9 .0 VFSSFL NUMBER V-134 1

9 .1 Disconnect and relocate vessel from Delta to C'FL-3 lower ejector run

vessel area and install, shim, and align vessel and existing supports

on existing Foundation .

9 .2 Nozzle Schedule V-134 1

Description Gasket

ASA 6"-2500# Special Fig . See 1500#

ASA 1 1/2"-2500# W .N . F1g . Flange Gasket

ASA1 11 -2500# W .N . Fig. Call Out Below

Carbon Steel Bolts, ASTM A193 Grade B7, ANSI B18 . 2

Carbon Steel Nuts , ASTM A194 Grade 8, ANSI B18 .2, Heavy Semi-Finished

Hexagona l

Flanges, ANSI A181, Grade 11, ANSI 1316 . 5

Gasket, Octagon, RTJ, Fully Annealed Malleable Iron, ANSI B16 .20

10 .0 VESSEL NUMBER V-922, V-923, V-924, V-925

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HDMSt00008058

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10 .1 Disconnect and relocate vessels from CTL-4 to CTL-3 upper ,as ;torasearea and install on new support structure in teu~porary area desi ostr•dby Rockwell's representative .

10 .2 Furnish new support structure in accordance with the attached sketches

10 .3 Degrease, rinse, acid etch, passivate and dry vessel in accordanc ewi th paragraph nunnhe:rs 13 .3 through 1 3 . inclusive of tlicse apoci --ficatiens . Close all openings in acc0rd-11e '-' With parsgrapi numbers4 .1 .6 .4 and 13 .5 through 13 .5 .4 inclusive .

10 .4 Nozzle Schedule, V-922, V-92 .3, V-924, V-9 2

NJuaber Description Gaske tA 11/2-15004 L .N . Fig . Octagonal ,

malleableRTJ fully annealed ,iron, ANSI 316 .2 0

Carbon Steel Bolts, ASTM A193, Grade B7, ANSI B18 . 2

Carbon Steel Nuts, ASTM A194, Grade-8, ANSI B1,8 .2, Heavy Semi-FinishedHexagona l

Flanges, A132-F 304 ANSI 816 .5

11 .0 WELDING

11 .1 All welding shall be performed by personnel qualified in accordancewith Section IX of the ASML Code .

11 .2 All welding shall conform to procedures qualified in accordance withSection IX of the ASNE Code .

11 .3 All butt welded seams shall be 100 percent radiographically inspected

in accordance with Section VIII of the ASM: Code .

11 .4 Dye penetrant inspection shall be performed on all welds ,

12 .0 CLEANING INSPECTIONS

12 .1 Visual Inspection : Surfaces will be inspected for rust, scale, dirt,,chips, grease or other foreign matter . The presence of such materialswill cause for rejection . Discoloration due to welding and pasiv-ation will be permitted, providing no scale or rust is associated withthe discoloration ,

12 .1 .1 A bore-scope shall be used for visual inspection or vessels withoutmanways. -

12 .1 .2 White Cloth Inspection : Surfaces will be rubbed in two directionswith a clean, lint free, white cloth . Any evidence of oil, rust,stain, scale or other foreign matter ,will be cause for rejection .

13 .0 RECONC1LNDED CLEANING PROCEDURE ;

11

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I IHDMSt00008059

13 . 1 Cleaning and rinsing chemicals and drying procedures that have been

found acceptable for cleaning stainless and carbon steel to levelsspecified arc listed herein ; however, the Builder shall submit forapproral detailed cleaning procedure; specifying solutions to he used,sequence of usc, teiigperature of use, dur<,tion of circulation, size and

type of pu p, and methods of fil1i]ir and draining the various solutions .

13 .2 STAINLESS STEEL VI.SS[ .I . CL1'.A\IN G

13 .2 .1 Degrease stainless steel . Apply a solution of mild alkaline cleaner(Turco Products No . 41-12, Cc Bee Chemical Co . MX-39, or Leeder ChemicalCo . No . 101A), a concenIuatinn per manufacturer's instructions, inwater at 140°F to 170°F for a mi,iimuni of ten minutes .

13 .2 .2 Rinse : Flush with trip water filtered through a 40 micron filter, fo ra mini.iuo of ten minutes, until the effluent flows free of foreign matte ;and cleaning solution .

13 .2 .3 Passivation Stainless Steel . Apply a solution of 20' to 55% nitric acid(Fed Spec 0-N-350)by we 4ht,in deionized water at ambient tempcraturefor 30 to 60 minutes .

#

13 .2 .4 Deionized Water Rinse : Flush with large quanitities of deionizedwater until the effluent is neutral when subjected to a PH test(Ph effluent equal to PH of influent deionized water) .

13 .2 .5 Drying, GN2' Purge with dry GN2 until a dew point of minus 63 .5°F isreached in the effluent gas, or until the moisture content is reducedto 26 ppm, by volume . The test apparatus shall be of laboratoryprecision type, approved by Rocltiwell and calibrated not'more than 30days prior to each use . Partial pressure shall he stabilized for 24hours (no flow) prior to measurement .

13 .3 CARBON STEEL VESSEL CLEANIN G

13 .3 .1 Degrease, Carbon Steel . Apply a solution of mild alkaline cleaner(Turco Products No . 4142, CceBee Chemical Co . No . MX-39, or LeederChemical Co . No . 101A), concentration per manufacturer's instruction,in water at 140°F to 170°F for a minimum of ten minutes .

13 .3 .2 Rinse . Flush with tap water filtered through a 40 micron filter,for a minimum of ten minutes, until the effluent flows free offoreign matter and cleaning solution .

13 .3 .3 Acid Etch, Carbon Steel . Apply inhibited hydrochloric acid,(MII,--A-13525)20% by volume, in water at ambient temperature, until the surface isclean and free of rust and scale .

13 .3 .4 Passivation, Carbon Steel . Apply a solution of 0 .5% sodium hydroxidefor S minutes, drain and apply a solution of 0 .25% disodium phosphate,0 .25% monosodium phosphate and 0 .5% sodium nitrite all by weight, in

deionized water at ambient temperature for a minimum of 30 minutes anddrain . The vessel. shall then be drained and rinsed with deionized waterwhich may he hot to aid drying .

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13 .3 .5 Drying, GN5 . Purge with dry GN, ) until a dew point of minus 63 .5°F isreached in-the effluent gas, or-until the moisture content is reduce dto 26 ppn, by volur.ie . The test apparatus abs11 be of laboratory precision

type, approved, by Rockwell and calihratr'4 not more than 30 days prio r

to each use . Partial pressure shall be stal,ili u,d for 24 hours (no flour)prior to ir:easurcmcr .t ,

13 . 11 The use of some chemicals specified in this specification may under

certain use and/o- disposal discharge rates violate local air pollution

control or waste discharge ordinances . Such violations may result in

severe penalties . Use rates and disposal of these materials shall be.

in accordance with the directives of the Facilities Engineering Departmentat Rocketdy,re to assure coitr?liance with the a11~pr0priate control require-

ments, Prior to the disposal of any pruce .ssing solutions used herein ,the above department shall be centre ted for proper treatment or disposalinstructions . Waste material shall not be disposed of on Rockwell property .

13 .4 . 1 The Builder shall deliver all chemicals in sealed containers to b eused in the cleaning process at least ten days prior to planned use for

Rockwell verification. . Chemicals shall he accompanied by certification as to

content and concentra{t ion . Roc"..;cI # will store chemicals in a bonded area any

issue to the Builder as their use is required .

13 .5 Sealing : Immediately following drying of stainless and carbon steel,

openings shall be sealed to prevent contamination .

13 .5 .1 Pipe, pipe fitting, tube and tube fitting vessel nozzles shall be

capped, plugged or protected by Polyethylene sheeting (minimum 0 .008

inch thick), backed with clean metal or clean plywood and securely tapedin place .

13 .5 .2 Flange openings shall be protected by blind flanges and gaskets or

by polyethylene sheeting (minimum 0 .008 inch thick), backed with

clean metal or clean plywood and bolted or securely taped in place

in accordance with Figure 1, page 23 . Polyethylene sheeting shallbe scaled to prevent dust infiltration through flange bolt holes .

13 .5 .3 Bosses shall be sealed with appropriate NIS plugs and 0-rings . Plasticplugs shall not be used for protection of internally threaded openings .

13 .5 .4 Tape shall not be applied to sealing surfaces, nor to any surface exposed

to the working fluid .

14 .0 MATERIALS

14 .1 Seals, Buna N 0-rings or Harrison K-seal P/N 12100 CRB .

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HDMSt00008061

Vessel Pressure fare Dia . Length Height

P5-G mV l Lb sWt Move Supports Mo difications Clean Feet Feet Fee tUescrintion Quantity Nuer u eo ..

AIcohoI V 905 3000 4000 Gal . 106,000 Delt a

Road

Ne w

Req'd .

-0- Degrease 11 Sphere 22

1 V 112 3000 5000 Gal . 90,000 Tn Existing Ladder, Vortex, Lox 13 Sphere 2 1~,s

Place Nozzle I'D'', "E" Clean

;rer 1 ~'-90 ., 3000 8000 Gai . 173,300 Delta Existing - 0- Degrease 14 Sphere 2 5

S75 3000 24 Ft3 6,000 Canyon -0- Acid 1 . 3

Etch

Passivat e

Degrease

3 2

, 'P` 3 754 56 6Helium 1 V-1341 5000 600 Ft 166,600 Delta Existing -0- .-0 -

(~ Ali i 1 V-922 3000 23 Ft3 6,000 CTL-4 New Req'd . -0- Acid 1 . 3

EtchPassivate

Degrease

28 2

c ,II l 1 V-923 3000 23 Ft3 6,000 CTL-4 New Req'd . -0- Acid 1 . 3

EtchPassivate

Degrease

28 2

l : ,1141 V-924 3000 23 Ft3 6,000 CTL-4 New Req'd . -0- Acid 1 . 3

EtchPassivat eDegrease

28 2

l I i V-925 3000 23 Ft3 6,000 CTL-4 New Req'd . -0- Acid 1 .3 28 2

24 Etch

Passivat e

Degrease

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